J.02_USAID_Houses_Unpriced_BOQ_Revised_Amendment_02.xlsx

FINAL SUMMARY

The Demolition and New Construction of Two USAID owned Residences at Plot 2483 Tshekedi Crescent and Plot 3064 Marakanelo Way in Gaborone, Botswana

FINAL SUMMARY Fixed Price (BWP) Not Subject to Escalation

Preliminaries And Generals

Builders Work Bills Of Quantities

Landscaping Bill Of Quantites

Electrical Works Bills Of Quantites

Mechanical Works Bills Of Quantites

Subtotal A

PRICE FIXING FEE (if not included in rates)

Subtotal B

Total Excluding VAT

Add VAT@12%

Total Including VAT

Builder's Work BOQ

BILL NO 1 H1

PRELIMINARIES H1

BILL NO 2 H1

ALTERATIONS H1

For preambles see "Model Preambles for Trades"

SUPPLEMENTARY PREAMBLES H2

View site H4

Before submitting his tender the contractor shall visit the site and satisfy himself as to the nature and extent of the work to be done and the value of the materials contained in the buildings or portions of the buildings to be demolished. No claim for any variations of the contract sum in respect of the nature and extent of the work or of inferior or damaged materials will be entertained

Explosives H4

No explosives whatsoever may be used in demolitions

General H4

The contractor shall carry out the whole of the work with as little mess and noise as possible and with a minimum of disturbance to adjoining premises and their tenants. He shall provide proper protection and provide and erect any temporary tarpaulins and temporary plumbing that may be necessary during the progress of the works, all to the satisfaction of the architect, and remove when directed. Any water supply pipes and other piping that may be met with and found necessary to disconnect or cut, shall be effectually stopped off or grubbed up and removed, and any new connections that may be necessary shall be made with proper fittings, to the satisfaction of the architect. Doors, fanlights, fittings, frames, linings, etc shall be thoroughly overhauled before re-fixing including taking off, easing and rehanging, cramping up, re-wedging as required and making good cramps, dowels, etc, and easing, oiling, adjusting and repairing ironmongery if necessary, replacing any glass damaged in removal or subsequently and stopping up all nail and screw holes with tinted plastic wood to match timber

Where doors, windows, etc are described as taken out this shall be understood to include for removal of all beads, architraves, ironmongery, etc and doors which are re-fixed are to be provided with new architraves (elsewhere measured) Prices for taking out and removing doors and frames shall include for removing door stops, cabin hooks, etc and making good to match existing. With regard to building up of openings in existing walls, cement screeds and pavings, granolithic, etc, shall be levelled and prepared for raising of brickwork. Allow for making good all existing plastered walls where damaged by furniture, etc, and stopping up all screw and nail holes before painting, Making good of finishes shall be deemed to include making good of the brick and concrete surfaces onto which the new finishes are applied, where necessary. The contractor will be required to take all dimensions affecting the existing building on the site and he will be held solely responsible for the accuracy of all such dimensions

Prices for removal of existing works to include for the handover of removed items to the client or disposal off site to an approved dumping site identified by the contractor upon instructions by the Principal Agent.

REMOVAL OF EXISTING WORK

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Please specify which items are for which property H2

Breaking down and removing facebrick, clay, cement, brickwork, etc. H4

A One-brick wall. m2 50

Breaking up and removing reinforced concrete, including cutting off and removing reinforcement as well as adequate temporary support to the structure in the vicinity of the concrete to be removed. H4 - 0

B 200mm Thick surface bed. m2 15

Demolish and remove existing building/ structure and all its contents, including applying for and obtaining Authorities certification, giving the necessary notices, cutting off services, excavating for and removing foundations, filling in voids with suitable material supplied by the contractor and compacting to 98% Mod.AASHTO dry density H4 - 0

C House at plot 2483 Tshekedi Crescent of an approximate floor area not exceeding 250m2 and height not exceeding 6m, comprising reinforced concrete surface bed, reinforced concrete apron slabs, cement brick external walls, plastered and painted masonry internal walls, all roof structure and coverings, all foundations, all finishes, fittings and electrical and mechanical services. Including filling of all excavated areas with approved imported filling material. Item 1

A House at plot 3064 Marakanelo Way of an approximate floor area not exceeding 375m2 and height not exceeding 6m, comprising reinforced concrete surface bed, reinforced concrete apron slabs, cement brick external walls, plastered and painted masonry internal walls, all roof structure and coverings, all foundations, all finishes, fittings and electrical and mechanical services. Including filling of all excavated areas with approved imported filling material. Item 1

B Servants Quarters at plot 2483 Tshekedi Crescent of an approximate floor area not exceeding 50m2 and height not exceeding 5m, comprising reinforced concrete surface bed, reinforced concrete apron slabs, cement brick external walls, plastered and painted masonry internal walls, all roof structure and coverings, all foundations, all finishes, fittings and electrical and mechanical services. Including filling of all excavated areas with approved imported filling material. Item 1

C Servants Quarters at plot 3064 Marakanelo Way of an approximate floor area not exceeding 30m2 and height not exceeding 5m, comprising reinforced concrete surface bed, reinforced concrete apron slabs, cement brick external walls, plastered and painted masonry internal walls, all roof structure and coverings, all foundations, all finishes, fittings and electrical and mechanical services. Including filling of all excavated areas with approved imported filling material. Item 1

D Demolish existing swimming pool at plot 2483 Tshekedi Crescent, overall size not exceeding 5m x 10m on plan and depth exceeding 2m but not exceeding 4m, comprising reinforced concrete surface bed, reinforced concrete walls, brick paving apron slabs, all foundations, all finishes,, fittings and electrical and mechanical services. Including filling of area to natural ground floor level. No 1

A Demolish existing swimming pool at plot 3064 Marakanelo Way, overall size not exceeding 6m x 12m on plan and depth exceeding 2m but not exceeding 4m, comprising reinforced concrete surface bed, reinforced concrete walls, brick paving apron slabs, all foundations, all finishes,, fittings and electrical and mechanical services. Including filling of area to natural ground floor level. No 1

B Boundary wall at plot 2483 Tshekedi Crescent and height not exceeding 3m, comprising cement brick walls, gates, all foundations, all finishes, fittings and electrical and mechanical services. Including filling of all excavated areas with approved imported filling material. m 150

C Removal of existing steel fence not exceeding 1.5m high and posts around the swing pool. Including all foundations, all finishes, fittings and electrical and mechanical services, and filling of all excavated areas with approved imported filling material. m 62

D Manhole not exceeding 1000mm deep No 6

E Water tank and Structure No 1

F Garden taps and platform No 2

G Paving m2 709

Digging up and safely remove all underground services, inducing all necessary excavations, filling, disposal, acquiring the necessary permissions etc H3 - 0

H Removal of existing 30mm diameter water pipe m 151

J Removal of existing underground power cable and safely disconnected it from electrical supply by a registered electrician m 155

K Safely remove existing lamp post and disconnect from electrical supply by a registered electrician. No 4

- 0

BILL NO 3 H1 - 0

EARTHWORKS H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Carting away of excavated material H3 - 0

Descriptions of carting away of excavated material shall be deemed to include loading excavated material onto trucks directly from the excavations or, alternatively, from stock piles situated on the building site. - 0

Blasting H3 - 0

The use of explosives to expedite the excavation shall be allowed but shall at all times comply with the requirements of this specification. The use of explosives during excavations shall be strictly in accordance with the following: 1. Appendix H of the Lateral support in surface excavations , code of practise, 1989. - 0

2. All applicable statutory regulations All required permits shall be obtained by the Contractor at his own cost and in sufficient time to allow for completion of the works within the scheduled time The Contractor is to indemnify the Employer against any claims for damages to persons or property on or near the site from any cause whatsoever arising from the use of explosives. The Contractor will be solely responsible for and must immediately make good at his own expense any damage occuring through the use of explosives - 0

The planning of blasting operations shall be done by a qualified blasting technician experienced in local conditions The Contractor shall monitor maximum peak particle velocity (PPV) for all blasts at positions indicated by the Engineer at the perimeter of the excavation and at positions of all nearby existing or proposed structures and shall ensure that he contains the PPV to within 25mm/s or such other lower limit that will not damage these structures or impair the adequacy of installed lateral support elements - 0

Copies of blast monitoring records shall be supplied to the Engineer the day following each blast and shall clearly indicate the PPV measured at each position - 0

UL - 0

SITE CLEARANCE ETC H2 - 0

Site clearance H4 - 0

A Stripping average 150mm thick layer of top soil and stockpiling on site m2 659

REMOVAL OF TREES, ETC. H2 - 0

Taking out and removing, grubbing up roots and filling in holes H3 - 0

B Tree stump exceeding 2000mm and not exceeding 3000mm girth. No 16

EXCAVATION, FILLING, ETC OTHER THAN BULK H2 - 0

Excavation in earth not exceeding 2m deep H4 - 0

C Trenches m3 277

D Holes m3 3

E Reduced levels under floors m3 198

EXCAVATIONS IN STRATA OF A MORE DIFFICULT CHARACTER H3 - 0

Extra over trench and hole excavations in earth for excavation in H4 - 0

A Hard material m3 239

B Rock m3 133

SUNDRIES H3 - 0

Extra over all excavations for carting away H4 - 0

C Surplus material from excavations and/or stock piles on site to a dumping site to be located by the contractor m3 675

Risk of collapse of excavations H4 - 0

D Sides of trench and hole excavations not exceeding 1,5m deep m2 714

Keeping excavations free of water H4 - 0

E Keeping excavations free of all water other than subterranian water Item 1

FILLING ETC H3 - 0

G7 earth filling supplied by the contractor, compacted to 93% Mod AASHTO at ±2% of OMC H4 - 0

F Under floors, steps, pavings, etc m3 296

G6 earth filling supplied by the contractor, compacted to 95% Mod AASHTO at ±2% of OMC H4 - 0

G Backfilling to trenches, holes, etc m3 200

Compaction of surfaces H4 - 0

A Compaction of ground surface under floors etc including scarifying for a depth of 150mm, breaking down oversize material, adding suitable material where necessary and compacting to 90% Mod AASHTO density m2 925

Prescribed density tests on filling H4 - 0

B Field Density test including "Optimum Moisture Content" (four readings per test) No 45

SOIL POISONING H2 - 0

Soil insecticide H4 - 0

C Under floors etc, including forming and poisoning shallow furrows against foundation walls etc, filling in furrows and ramming m2 659

D To bottoms and sides of trenches etc m2 1,066

- 0

BILL NO 4 H1 - 0

CONCRETE, FORMWORK AND REINFORCEMENT H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Cost of tests The costs of making, storing and testing of concrete test cubes as required under clause 7 "Tests" of SABS 1200 G shall include the cost of providing cube moulds necessary for the purpose, for testing costs and for submitting reports on the tests to the architect. The testing shall be undertaken by an independent firm or institution nominated by the contractor and to the approval of the architect. (Test cubes are measured separately) - 0

Formwork Descriptions of formwork shall be deemed to include use and waste only (except where described as "left in" or "permanent"), for fitting together in the required forms, wedging, plumbing and fixing to true angles and surfaces as necessary to ensure easy release during stripping and for reconditioning as necessary before re-use. The vertical strutting shall be carried down to such construction as is sufficiently strong to afford the required support without damage and shall remain in position until the newly constructed work is able to support itself. - 0

Formwork to soffits of slabs etc shall be deemed to be to propped up not exceeding 1,5m high unless otherwise described Formwork to soffits of (solid) slabs etc shall be deemed to be to slabs not exceeding 250mm thick unless otherwise described - 0

UNREINFORCED CONCRETE CAST AGAINST EXCAVATED SURFACES H2 - 0

15MPa/19mm concrete H4 - 0

A Surface blinding under footings and bases m3 14

REINFORCED CONCRETE H2 - 0

30MPa/19mm concrete H4 - 0

A Strip footings m3 17

B Ramps m3 6

C Bases m3 1

D Surface beds and thickening cast in panels on waterproofing m3 86

E Slabs, including beams and inverted beams m3 147

TEST CUBES H2 - 0

F Making and testing 150 x 150 x 150mm concrete strength test cube (Provisional) No 210

CONCRETE SUNDRIES H2 - 0

Finishing top surfaces of concrete smooth with a power float H4 - 0

G Ramps to falls m2 20

ROUGH FORMWORK H2 - 0

Rough formwork to soffits H4 - 0

H Slabs propped up exceeding 1,5m and not exceeding 3,5m high m2 544

Rough formwork to sides and soffits H4 - 0

J Beams m2 45

MOVEMENT JOINTS ETC H2 - 0

Slip joint comprising two layers of 3 ply malthoid between horizontal concrete and brick surfaces including smoothly trowelled cement mortar bed H4 - 0

A Not exceeding 300mm wide m 326

REINFORCEMENT (PROVISIONAL) H2 - 0

B 8 to 40mm Diameter bars - mild steel and high tensile t 21

Fabric reinforcement H4 - 0

C Type 193 fabric reinforcement in concrete surface beds, slabs, etc m2 679

- 0

BILL NO 5 H1 - 0

PRECAST CONCRETE H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Sizes H4 - 0

Blocks, sills, etc measured linear shall be made in suitable lengths. Large size setting out drawings shall be prepared where necessary and submitted to the architect for approval before moulds are made - 0

General H4 - 0

Where kerbstones, blocks, etc are laid in ground, descriptions shall be deemed to include necessary excavation, filling in and ramming - 0

PRECAST CONCRETE H2 - 0

Modcon or equal and approved precast concrete H3 - 0

A 300 x 70 x 50mm 'Type 012' Precast Concrete coping m 197

B 180 x 75 x 45mm 'Type 010' Precast Concrete sill m 43

- 0

BILL NO 6 H1 - 0

MASONRY H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

BRICKWORK H3 - 0

Sizes in descriptions H4 - 0

Where sizes in descriptions are given in brick units, "one brick" shall represent the length and "half brick" the width of a brick - 0

Hollow walls etc H4 - 0

Descriptions of hollow walls shall be deemed to include wall ties and leaving every fifth perpend of the bottom course of the external skin open as a weep hole - 0

Reinforced brick lintels H4 - 0

Lintels shall bear at least 160mm onto adjacent walling. Where such bearing cannot be obtained due to the proximity of adjacent openings the lintel shall be continuous - 0

Face bricks H4 - 0

Bricks shall be ordered timeously to obtain uniformity in size and colour - 0

Pointing H4 - 0

Descriptions of recessed pointing to fair face brickwork and face brickwork shall be deemed to include square recessed, hollow recessed, weathered pointing, etc - 0

BLOCKWORK H3 - 0

Concrete masonry units H4 - 0

Blocks shall be either solid or hollow modular dense concrete masonry units in accordance with SABS Specification 1215, having compressive strengths as described - 0

Wall ties for blockwork H4 - 0

Wall ties shall be polypropylene "Permaties" complying with BS 76377. Ties for hollow walls shall be deemed to be included in the descriptions of hollow walls and shall be of sufficient length to allow not less than 75mm of each end to be built intothe blockwork. Ties shall be spaced at intervals of not more than 1m in the horizontal direction and not more than 400mm staggered in the vertical direction except at openings, vertical joints or ends of walls where they are to be placed verticallyabove each other - 0

Blockwork H4 - 0

Blockwork shall comply with SABS 0145 "Concrete Masonry Construction" Surfaces to be plastered shall have joints raked out to a depth of at least 10mm to provide a key. Cavities of hollow walls shall be kept free of mortar droppings or other undesirable matter. Every second perpend of the bottom course of the external skin of hollow walls shall be left open as a weep hole - 0

Standard complementary blocks H4 - 0

Descriptions of blockwork shall be deemed to include standard complementary blocks such as corner, three-quarter, half and quarter blocks required in the construction of corners, reveals, jambs, ends, etc to solid and hollow walls and for bonding asnecessary - 0

DECORATIVE BLOCKS H3 - 0

Blocks shall be of approved manufacture, sound, well burnt or cured and uniform and true in size, shape and colour - 0

WINBLOK MODULAR PRECAST CONCRETE WINDOW SURROUNDS H3 - 0

General H4 - 0

Window surrounds shall be built into brick walls and pointed all round on both sides with 10 x 10mm square recessed joints - 0

Prices shall include for building in as single units or combinations in patterns of two or more window units and for bedding solid all round in mortar and pointing - 0

Note H4 - 0

Aluminium infill windows, glazing and pointing with sealing compound are measured elsewhere - 0

SAMPLES H3 - 0

Samples of all masonry building units, shall consist of a minimum of 6 units - 0

PAVINGS H3 - 0

Quarry tiles, precast concrete, cement, terrazzo and similar tiles H4 - 0

Tiles shall be of approved manufacture, well burnt or cured, and uniform and true in size, shape and colour - 0

Preparation of concrete floor beds, slabs, etc for pavings H4 - 0

Concrete surfaces shall be hacked (preferably by mechanical means) until all laitance, dirt, oil, etc is dislodged and swept clean of all loose matter. Surfaces shall then be wetted and kept damp for at least six hours before slushing with 1:2 cement/sand and while still wet, pavings, etc. shall be laid on a 1:4 cement mortar bed not exceeding 25mm thick. Sand shall be clean, sharp river sand - 0

Jointing of pavings H4 - 0

Pavings, etc, shall, except for crazy paving, be laid with continuous joints in both directions - 0

STONEWORK H3 - 0

Slate, marble, granite, etc H4 - 0

Slate, marble, granite, etc is to be best quality stone from an approved quarry, free from cracks and other defects and equal to samples to be submitted to and approved by the architect. Each stone is to hold its full size, square to the back and tobe set on its natural quarry bed - 0

Setting out H4 - 0

Care shall be exercised in setting out the work, the preparation of templates and the checking of the detail drawings. All measurements shall be taken on the site where necessary and the full size setting out of each course shall be done at the yardso as to ensure the proper fitting of each stone - 0

Before putting any work in hand the contractor is to submit to the architect for his approval details of the manner in which he proposes to set out the slabs and joints in all wall facings, pavings, sills, treads, etc together with samples of grain or pattern matching - 0

Bedding and jointing H4 - 0

Slate, marble, granite and other floor paving and wall linings are to be bedded solidly on the mortar thicknesses described and are to have tightly fitting butt joints unless otherwise stated Where stonework is to be fixed with adhesive, the adhesive is to be "TAL Goldstar/Bond" (mixed 20kg/5 litre) for external use or where white or light coloured marble is used, "TAL Goldstar" for internal use or other approved. The contractor will be liable for any defects to the slate, marble and granite arising from the use of the adhesive - 0

Where soffit linings are suspended the suspension system must be concealed and must be submitted to the architect for approval before work commences Where tolerance screws are required these are to be stainless steel expanding bolt type with matching stainless steel bracket and PVC clad dowel with nuts and washers etc - 0

Damaged work H4 - 0

Any damaged stonework shall be discarded and replaced at the contractor's expense. No touching up will be permitted except in exceptional cases, with the architect's consent - 0

Descriptions H4 - 0

Descriptions of stonework shall be deemed to include preparatory work, labours to backs, beds and joints, templates, mortices for bolts etc and for hoisting and setting in position, bedding, jointing and pointing, casing and protecting from injury and cleaning down at completion Descriptions of recessed pointing to stonework shall be deemed to be square recessed, hollow recessed, weathered pointing, etc - 0

FOUNDATIONS H2 - 0

Brickwork of Clay bricks (21 Mpa nominal compressive strength) in Class I mortar H3 - 0

A Half brick walls m2 42

B One brick walls m2 222

C 280mm cavity wall comprising of one brick wall with 50mm cavity including wire ties and Isoboard panel (elsewhere measured) m2 62

D Two brick walls m2 12

SUPERSTRUCTURE H2 - 0

Brickwork of Clay bricks (21 Mpa nominal compressive strength) in Class I mortar H3 - 0

A Half brick walls m2 536

B Half brick walls in beamfilling m2 180

C One brick walls m2 925

D 280mm cavity wall comprising of one brick cement stock brick walls with 50mm cavity including wire ties and Isoboard panel (elsewhere measured) m2 396

E Two brick walls m2 31

BRICKWORK SUNDRIES H2 - 0

Brickwork reinforcement H4 - 0

A 75mm Wide reinforcement built in horizontally m 16,229

B 150mm Wide reinforcement built in horizontally m 5,775

C Fair cutting and fitting around pipe not exceeding 100mm diameter No 60

MOVEMENT JOINTS ETC H2 - 0

Expansion joints with softboard between vertical concrete and brick surfaces H4 - 0

D Rake out 10mm deep groove in expansion joints and apply 2 compound polysulphide joint sealing compound m 509

Allied Concrete prestressed fabricated lintels H4 - 0

E 110 x 70mm Lintels in lengths not exceeding 3m m 407

Steel angles as lintels to brickwork H3 - 0

F 80 x 80 x 8mm steel angles kg 799

FACE BRICKWORK H2 - 0

Face bricks Supplied by "Makoro" or equal and approved in stretcher bond pointed with recessed horizontal and vertical joints H3 - 0

G Extra over brickwork for face brickwork including wall ties m2 356

Brick-on-edge header course copings, sills, etc of "Makoro" or equal and approved face bricks pointed with recessed joints on all exposed faces H3 - 0

H Brick on edge Lintel m 122

J Copings on top of one and a half brick walls m 85

A Fair cutting and fitting around pipe not exceeding 100mm diameter No 36

- 0

BILL NO 7 H1 - 0

WATERPROOFING H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Waterproofing Waterproofing of roofs, basements, etc shall be laid under a ten year guarantee. Waterproofing to roofs shall be laid to even falls to outlets etc with necessary ridges, hips and valleys. Descriptions of sheet or membrane waterproofing shall be deemed to include additional labour to turn-ups and turn-downs - 0

DAMPPROOFING OF WALLS AND FLOORS H2 - 0

One layer of 375 micron "Consol Plastics Brikgrip DPC" embossed damp proof course or equal and approved product H4 - 0

A In walls m2 198

One layer of 250 micron "Consol Plastics Gunplas USB Green" waterproof sheeting sealed at laps with "Gunplas Pressure Sensitive Tape" equal and approved product H4 - 0

B Under surface beds m2 665

WATERPROOFING TO ROOFS, BASEMENTS, ETC H2 - 0

4mm "Derbigum" 'CG3' Torch-On waterproofing "equal and approved product" installed by an approved specialist, under guarantee, strictly in accordance with manufacturer's specifications and details. Including bitumen primer H4 - 0

C On concrete roof slabs to falls including 75mm side and 100mm endlaps m2 80

- 0

BILL NO 8 H1 - 0

ROOF COVERINGS ETC H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Straight cutting H4 - 0

Descriptions of all roof coverings are deemed to include for all straight cutting - 0

ROOF AND WALL INSULATION H2 - 0

80mm thick high density rigid extruded polystyrene 100% closed cell insulation Board "equal and approved product" H4 - 0

A Insulation laid on roof slabs m2 80

50mm Thick "ATI" 'ALUTHERM AF' OR Similar approved fibre glass insulation with min. R-value of 1.25m2.k/w, laid loosely above ceiling between trusses according to manufacturer's specifications H4 - 0

B Insulation laid loosely above ceiling m2 560

4mm Thick "ATI" 'ALUBUBBLE 1983 D10' or Similar approved both sides reflective bubble foil with min. R-value of 1,454m2.k/w installed over purlins, under sheeting on PVC coated straining wires with double sided tape applied to 100mm overlaps all according to manufacturer's specifications H4 - 0

C Insulation laid over purlins m2 560

30mm thick "Isoboard or equal and approved" productpanels vertically (Lengthways) in cavity, affixed to inside wall as per manufacturers instructions. Including all necessaries wall ties etc H4 - 0

D Insulation fixed in cavity wall m2 401

SHEET METAL FLASHINGS, LININGS, COPINGS, ETC H2 - 0

0.50mm thick "Chromadek" 'Dark Dolphin' coated 'Novotexi-440'or equal and approved concealed fix roof sheeting fixed to treated timber purlins @ max. 1800mm c/c with fixing cleats as per "Macsteel - Roofing" specifications or equal and approved product H4 - 0

A Roof coverings with pitches not exceeding 30 degrees m2 560

B Sidewall flashing to match roofing sheets m 197

C Metal Edge flashing to match roofing sheets m 197

PROTECTIVE STONE DRESSING H2 - 0

19mm thick Gravel chips evenly spread H4 - 0

D 50mm thick layer including a Geotextile fabric m2 80

- 0

BILL NO 9 H1 - 0

CARPENTRY AND JOINERY H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Plate nailed timber roof truss construction The following is applicable in respect of roof trusses: Trusses are at maximum 750mm centres. Roof covering is concrete slate tiles on 38 x 38mm batterns. The dimensions in the descriptions of the trusses are nominal and actual measurements shall be obtained from the architect and/or the site before design or fabrication commences - 0

Joinery Descriptions of frames shall be deemed to include frames, transomes, mullions, rails, etc - 0

Descriptions of hardwood joinery shall be deemed to include pelleting of bolt holes - 0

Fixing Items described as "nailed" shall be deemed to be fixed with hardened steel nails or shot pins to brickwork or concrete - 0

Decorative laminate finish Laminate finish shall be glued under pressure. Edge strips shall be butt jointed at junctions with adjacent similar finish - 0

ROOFS, ETC H2 - 0

Plate nailed timber roof truss construction H4 - 0

A Timber trusses including all roof timbers, etc.all in accordance with the Architectural Roof Plan m2 560

Timber Pergola H4 - 0

B Timber pergola comprised of 50 x 225mm treated & sealed joists @ 370mm c/c spanning between walls m 53

SUNDRIES H2 - 0

C Two coats creosote on sawn timbers m2 56

SKIRTINGS H2 - 0

Pine Timber H4 - 0

D 90 x 22mm Pine Timber skirting nailed to walls. All nails to be punched and filled. m 624

DOORS, ETC H2 - 0

Hollow core timber doors hung to steel frames H4 - 0

E 40mm Door 813 x 2032mm high [D04] No 6

Semi-solid grooved commercial veneer doors including single rebated hardwood timber frame with 44 x 8mm hardwood timber architrave all around and fixed on both sides of the frame with panel pins at max. 200mm c/c. all nail heads to be punched below finished surface. holes plugged and filled. stained and sealed . H4 - 0

F 40mm Door 813 x 2300mm high [D03] No 6

G 40mm Door 813 x 2400mm high [D06] No 17

H 40mm Door 1000 x 2300mm high [D05] No 2

Class B fire rated doors hung to steel frames H4 - 0

J 40mm Door 813 x 2032mm high [D02] No 6

K 40mm Door 813 x 2400mm high [D18] No 5

L 40mm Door 813 x 2400mm high [D19] No 5

M Custom horizontally slatted solid hardwood timber 3-Panel sliding stacking door including hardwood timber frame H4 - 0

A Door overall size 5895 x 2720mm high [D07] No 2

EAVES, VERGES, ETC H2 - 0

Everite "Nutec" or equal and approved fibre cement H3 - 0

B 225 x 12mm fibre cement fascia and barge boards including aluminium H-profile jointing strips m 67

SHELVES, FITTINGS, ETC H2 - 0

Hardwood Timber "Floating" Shelves H3 - 0

C 22mm thick x 450mm deep a-grade melamine veneered chipboard shelving system with solid impact edging, complete with 2100mm high powder coated metal double slot wall bands and brackets, fixed to wall strictly in accordance with manufacturer's specifications. complete with a supports and paintwork according to Architects drawings m2 59

CORNICE H2 - 0

D 22mm thick x 100mm high supawood cornice fixed to finished wall using "Hilti"screws with timber plugs to conceal face of screw. Finished with 1 coat primer and 2 coats paint m 212

FITTINGS H2 - 0

General: The following cupboard fittings are measured as complete units i.e. the components of the units are not separately measured. The descriptions, therefore, of such units shall be deemed to include all components, assembling, housing, notching, glueing, blocking, planting on and screwing with countersunk screws, edge strips, decorative plastic finish, glass, ironmongery, metalwork, paint or varnish finishes, etc - 0

The references given in the descriptions refer to the respective types of fittings detailed on the architect's drawings numbered: 9000 Revision A 9010 Revision A 9020 Revision A 9030 Revision A 9040 Revision A 9050 Revision A included in the Appendix at the back of these bills of quantities - 0

Kitchen cupboards (Details 0.4.1, 0.4.2, 0.5.1, 0.5.2, 0.5.3, 0.5.4, 0.6.1, 0.7.1, 0.7.2, 0.8.1, 0.9.1, & 0.11.1) H3 - 0

16mm thick melamine veneered chipboard, including impact edging to all exposed edges, including 20mm thick scratch-resistant quartz stone counter top, colour and fitting all in accordance to the Architects drawings H4 - 0

A Wall cupboard 1250mm long x 450mm deep x 700mm high with top, sides, bottom, division, shelf, back and hinged doors No 4

B Wall cupboard 1135mm long x 450mm deep x 400mm high with top, sides, bottom, division, shelf, back and hinged door No 2

C Wall cupboard 700mm long x 450mm deep x 700mm high with top, sides, bottom, division, shelf, back and hinged door No 2

D Wall cupboard 4205mm long x 450mm deep x 700mm high with top, sides, bottom, division, shelf, back and Eight hinged door No 2

E Wall cupboard 2370mm long x 450mm deep x 700mm high with top, sides, bottom, division, shelf, back and five hinged door No 2

F Floor cupboard 1250mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and hinged doors No 2

A Floor cupboard 1250mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and four drawers No 2

B Floor cupboard 700mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and, dividing framework No 2

C Floor cupboard 500mm long x 630mm deep x 1060mm high with top, sides, bottom, division, shelf, back and, dividing framework and four drawers No 2

D Floor cupboard 4205mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and, dividing framework and Seven hinged doors No 2

E Floor cupboard 2750mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and, dividing framework and five hinged doors No 2

F Floor cupboard 2400mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and, dividing framework and two hinged doors No 2

G Sink cupboard 2370mm long x 630mm deep x 900mm high with sides, bottom, divisions, shelf, back and three hinged doors No 2

H Sink cupboard 1715mm long x 630mm deep x 900mm high with sides, bottom, divisions, shelf, back and three hinged doors No 2

J Kitchen Island 2585mm long x 1400mm wide on plan, 1060mm high with sides, bottom, divisions, shelf, back, eight drawers and three hinged doors No 2

Built-In Cupboard (details 0.2.1 & 0.2.2) H3 - 0

16mm thick melamine veneered chipboard, including impact edging to all exposed edges, including 20mm thick scratch-resistant quartz stone counter top, colour and fitting all in accordance to the Architects drawings and instructions H4 - 0

A Wall cupboard 3720mm long x 450mm deep x 700mm high with top, sides, bottom, division, shelf, back and six hinged doors No 2

B Floor cupboard 3720mm long x 630mm deep x 900mm high with top, sides, bottom, division, shelf, back and six hinged doors No 2

Built-In Television Cupboard (details 0.3.1 & 0.3.2) H3 - 0

16mm thick melamine veneered chipboard, including impact edging to all exposed edges, including 20mm thick scratch-resistant quartz stone counter top, colour and fitting all in accordance to the Architects drawings and instructions H4 - 0

C Wall cupboard 3700mm long x 450mm deep x 550mm high with top, sides, bottom, division, shelf, back and 6 drawers No 4

D 350 x 50mm thick Hardwood timber "floating" shelves suspended from M12 Galvanised mild steel threaded bars, stained & sealed, all necessary support, fittings and fixtures according to Architects drawings m2 11

16mm thick Melamine veneered Chipboard Panelling concealed fixed to 38 x 38mm softwood sub-structure, including solid impact edging to all exposed edges. Complete with fixing bracket. Colour: "Iceberg white" as per "Melawood"or similar and approved H4 - 0

E Panelling of dimensions: 2430mm long by 1120mm high No 4

Bedroom cupboards H3 - 0

F Bedroom cupboard 2250mm long x 600mm deep x 2675mm high with top, sides, bottom, divisions, shelves, back and four hinged doors (details 0.1.1 & 0.1.2) No 2

A Bedroom cupboard 2250mm long x 600mm deep x 2425mm high with top, sides, bottom, divisions, shelves, back and four hinged doors (details 0.10.1 & 0.10.2) No 2

B Bedroom cupboard 2760mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back and five hinged doors and four drawers (detail 1.1 ) No 2

C Bedroom cupboard 2875mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back and five hinged doors and four drawers (detail 1.2 ) No 2

D Bedroom cupboard 2875mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back and four hinged doors and four drawers (detail 1.3 ) No 2

E Bedroom cupboard 2400mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back and four hinged doors and four drawers (detail 1.6.1 ) No 2

F Bedroom cupboard 2200mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back and three hinged doors and four drawers (detail 1.4.1 ) No 2

G Bedroom cupboard 1800mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back and two hinged doors (detail 1.4.2 ) No 2

H Bedroom cupboard 3380mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back, five doors and eight drawers (detail 1.5.1 ) No 2

J Bedroom cupboard 3000mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back, four hinged doors (detail 1.5.2 ) No 2

K Bedroom cupboard 1200mm long x 600mm deep x 2680mm high with top, sides, bottom, divisions, shelves, back, two hinged doors (detail 1.5.3 ) No 2

Bathroom Cabinets H3 - 0

A Bathroom Cabinet 850mm long x 420mm deep x 650mm high with 20mm thick scratch-resistant Quartz Stone Countertop with 50mm High pre-formed downstand, fixed to chipboard carcass and sealed to all edges as per specialist installer. Colour 'Graphite' as per 'Proquartz' or similar and approved with all necessary cutting to create opening for the wash hand basin. Including all sides, bottom, divisions, shelves, back and one hinged doors (details 1.01.1 & 1.01.2) No 2

B Bathroom Cabinet 870mm long x 420mm deep x 650mm high with 20mm thick scratch-resistant Quartz Stone Countertop with 50mm High pre-formed downstand, fixed to chipboard carcass and sealed to all edges as per specialist installer. Colour 'Graphite' as per 'Proquartz' or similar and approved with all necessary cutting to create opening for the wash hand basin. Including all sides, bottom, divisions, shelves, back and one hinged doors (details 1.02.1) No 4

C Bathroom Cabinet 2320mm long x 420mm deep x 650mm high with 20mm thick scratch-resistant Quartz Stone Countertop with 50mm High pre-formed downstand, fixed to chipboard carcass and sealed to all edges as per specialist installer. Colour 'Graphite' as per 'Proquartz' or similar and approved with all necessary cutting to create opening for the wash hand basin. Including all sides, bottom, divisions, shelves, back and three hinged doors (details 1.03.1) No 2

D Bathroom Cabinet 1390mm long x 420mm deep x 650mm high with 20mm thick scratch-resistant Quartz Stone Countertop with 50mm High pre-formed downstand, fixed to chipboard carcass and sealed to all edges as per specialist installer. Colour 'Graphite' as per 'Proquartz' or similar and approved with all necessary cutting to create opening for the wash hand basin. Including all sides, bottom, divisions, shelves, back and two hinged doors (details 1.05.1) No 2

WALL CLADDING H2 - 0

146 x 23mm Composite timber planks fixed 100 x 65mm painted mild steel unequal angle frame H3 - 0

A On walls m2 21

23 x 146mm Composite timber planks fixed 50 x 50mm Painted fixed 50 x 50mm painted mild steel unequal angle frame H3 - 0

B On walls m2 57

- 0

BILL NO 10 H1 - 0

CEILINGS, PARTITIONS AND ACCESS FLOORING H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Descriptions H4 - 0

Items described as "nailed" shall be deemed to be fixed with hardened steel nails or pins or shot pinned to brickwork or concrete - 0

Items described as "plugged" shall be deemed to include screwing to fibre, plastic or metal plugs at not exceeding 600mm centres, and where described as "bolted", the bolts are measured elsewhere - 0

Bulkheads H4 - 0

Bulkheads are those areas of the ceiling which occur at a level or plane differing from the general ceiling or plane in a particular room or area and which generally occur along the perimeter of the room or area. Their purpose is either to conceal services or to create an architectural feature by changing levels - 0

Bulkheads will only be measured as such when they conform with the above description and when the horizontal or vertical dimensions do not exceed 1,2m. Should these dimensions be more than 1,2m then the horizontal or vertical ceilings will be included in the general ceiling measurements - 0

Flush margins and borders H4 - 0

Flush margins and borders not exceeding 1200mm wide of materials differing from the general ceiling material are given in metres seperated into groups of successive widths of 300mm - 0

Proprietary suspended ceilings H4 - 0

Electric light fittings, diffusers, panels, etc generally are "lay in" units of the same dimensions as the suspension grid described and allowance shall be made accordingly for their support, inclusive of any flexibility in setting out that may be required (ceiling panels have not been deducted and pricing shall take cognisance thereof) - 0

Rhino-Drywall partition systems H4 - 0

Rhino-Drywall partitions shall comprise 63,5mm top and bottom galvanised steel tracks with 63,5mm galvanised steel vertical studs at maximum 600mm centres, friction fitted or pop-riveted to the top and bottom tracks with similar additional verticalstuds as necessary at abutments, ends, etc and covered as described with wallboard screwed to studding with "Drywall" screws at maximum 220mm centres. Boards shall be butt jointed and finished with "Rhino" tape and "Readymix D" jointing compound allin accordance with the manufacturer's instructions, complete with flat section aluminium skirtings. Intersections and abutments are measured separately and descriptions shall be deemed to include any additional studs, corner beads, jointing compound - 0

Note: Wall paper and/or paint and varnish finishes are measured elsewhere - 0

NAILED UP CEILINGS H2 - 0

9.5mm "Gyproc" or equal and approved Rhinoboard fixed ar right angles to steel brandering with printed side up using "Gyproc" Rhinoboard sharp point screws 25mm at maximum 140mm centres. All joints to be covered with "Gyproc"Rhinotape (Double over butt joints) and the ceiling then plastered with 3-6mm coat of "Gyproc" Rhinolite as per manufacturer's instructions. H4 - 0

A Horizontal ceilings m2 610

B Sides of Horizontal bulkheads, 345mm deep m2 15

A Extra over ceiling for 600 x 600mm trap door. No 5

Aluminium Shadowline Cornice H4 - 0

B Sigma plaster trim 20 satin white epoxy coated aluminium shadowline cornice with 5x25mm wall anchors at 450mm centres m 688

- 0

BILL NO 11 H1 - 0

IRONMONGERY H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Finishes to ironmongery H4 - 0

Where applicable finishes to ironmongery are indicated by suffixes in accordance with the following list: BS Satin bronze lacquered CH Chromium plated SC Satin chromium plated SE Silver enamelled GE Grey enamelled AS Anodised silver AB Anodised bronze AG Anodised gold ABL Anodised black PB Polished brass PL Polished and lacquered PT Epoxy coated SD Sanded - 0

GEZE or equal and approved H3 - 0

Door Handle H4 - 0

A A pair of "Geze"19mm 'Sanford' lever rose complete with cylinder escutcheon (code: EDD104C069) No 47

B A Pair of flush recessed pull handles No 8

C A pair of SC flush pulls (Code: 055/76) No 18

D A pair of S/S 400 x 350 x 25mm off set BTB Pull handles (Code: JS206OS/350 BTB) No 12

Lockset H4 - 0

E Geze S/S prof.Arch S/Lock latch (Code: 730/68): "Geze"66mm N/Pl DBL CYL MK (Code: IG950933338) No 47

A 5 pin cylinder narrow stile claw lock with S/S Escuscion No 30

Door Stop H4 - 0

B S/S wall mounted door stop (Code: 141/69) m 47

Hinges and Bolts H4 - 0

C Aluminium flush bolts No 12

SUNDRIES H2 - 0

Supply and install Kimberly clark or equal and approved H3 - 0

D ITD 'GEO' Chrome Toilet Paper Holder. Product Code: TVITGE25A/CH. No 13

Supply and install the following by "CTM" or equal and approved H3 - 0

E 750mm "ITD" 'GEO' Chrome Double Towel Rail. Product Code: TVITGE30D/CH. No 14

F ITD 'GEO' Chrome Towel Ring. Product Code: TVITGE60/CH. No 15

G ITD 'GEO' Chrome Double Robe Hook. Product Code: TVITGE22/CH. No 12

STOVE H2 - 0

H 580 x 510 x 90mm stainless steel 'slimline' stove hob as per "defy" or similar approved. Model number: DHD 399. including all electrical connections and accessories No 2

OVEN H2 - 0

J 600 x 595 x 570mm 81 litre stainless steel 'slimline' multifunction undercounter oven as per "defy" or similar approved. Model number: BDO 462, including all electrical connections and accessories No 2

EXTRACTOR HOOD H2 - 0

A 600 x 480 x 1000mm stainless steel '600t' premium cookerhood as per "defy" or similar approved. model number: CHW 6215 TS - DCH 317, including all electrical connections and accessories No 2

BUILT-IN BARBECUE H2 - 0

B 700 x 450 x 685mm factory finished mild steel '700 contractor' built-in barbecue as per "Jetmaster" or similar approved. Includes: 690 x 420mm nickel plated grill, firebox, light fitting, door and fixed cowl. unit to be installed with mild steel collared flues and fibre cement flue liners. All installed complete as per manufacturer's specifications including all necessary electrical connections No 2

C 1050mm x 1050mm mild steel chimney cowl No 2

VENETIAN BLINDS H2 - 0

White powder coated aluminium venetian blinds, complete stop-ends and fixing accessories. Length of blind to suit size of window opening. Blind to be externally fixed to interior face of wall according to manufacturer's specifications. For opening of size H4 - 0

D 600mm x 600mm high No 26

E 1200mm x 600mm high No 4

F 2000mm x 1200mm high No 2

CURTAIN RODS H2 - 0

32mm ø black powder coated circular curtain rod suitable for eyelet curtains, complete with flat black stop-ends. length of rod to extend 90mm past edge of opening. Single tier mounting brackets to be screw fixed to wall according to manufacturer's specifications at max. 1500mm c/c. H4 - 0

A Curtain Rods m 103

- 0

BILL NO 12 H1 - 0

METALWORK H1 - 0

For preambles see "Model Preambles for Trades" - 0

SUPPLEMENTARY PREAMBLES H2 - 0

Descriptions Descriptions of bolts shall be deemed to include nuts and washers Descriptions of expansion anchors and bolts and chemical anchors and bolts shall be deemed to include nuts, washers and mortices in brickwork or concrete Metalwork described as "holed for bolt(s)" shall be deemed to exclude the bolts unless otherwise described - 0

STEEL HANDRAILS, BALUSTRADES, ETC H2 - 0

Stainless steel balustrading to walkways and stairs H4 - 0

A Horizontal balustrading 1100mm high of 38.1mm diameter stainless steel hand rail top mounted to posts. Main post: 38.1mm diameter stainless steel posts top mounted to treads c/w cover plates and in fill connectors at 1000mm centres. Infill: 15.8mm diameter stainless steel tube mounted to posts @ 100mm c/c all in accordance with the Architects drawing m 72

B Raking balustrading 1100mm high of 38.1mm diameter stainless steel hand rail top mounted to posts. Main post: 38.1mm diameter stainless steel posts top mounted to treads c/w cover plates and in fill connectors at 1000mm centres. Infill: 15.8mm diameter stainless steel tube mounted to posts @ 100mm c/c all in accordance with the Architects drawings m 26

PRESSED STEEL DOOR FRAMES H2 - 0

1,6mm thick pressed steel double rebated frames suitable for half brick walls H4 - 0

A Frame for door 813 x 2032mm high No 6

1,6mm thick pressed steel double rebated frames suitable for one brick walls H4 - 0

B Frame for door 813 x 2032mm high No 6

ALUMINIUM WINDOWS, DOORS, ETC H2 - 0

Purpose made powder coated aluminium windows "Interpon" 'matt charcoal' Code:LL2589, glazed with clear single low E glazing of appropriate thickness to suit pane size all in accordance to SANS 204:2011, including sub-frames, silicone sealant all round, fixed to brickwork or concrete. All in accordance with the Architects drawings H4 - 0

C Windows size 600 x 600mm high [W01] No 26

D Windows size 1200 x 600mm high [W02] No 4

E Windows size 1200 x 1200mm high [W03] No 2

F Windows size 1930 x 2975mm high [W04] No 2

G Windows size 1600 x 1600mm high [W05] No 2

H Windows size 4195 x 1165mm high [W06] No 1

J Windows size 600 x 935mm high [W07] No 1

K Windows size 2000 x 1200mm high [W08] No 2

Purpose made powder coated aluminium "interpon"matt jett black code:LN205P doors glazed with clear low E tinted double glass of appropriate thickness to suit panel size including sub-frames and silicone sealant all round, fixed to brickwork or concrete H4 - 0

A Door overall size 1640 x 2720mm high with Fanlight [D01] No 2

Purpose made powder coated aluminium "interpon"matt charcoal code:LL258P doors glazed with clear low E laminated safety glazing of appropriate thickness to suit panel size including sub-frames, silicone sealant all round, all fixed to brickwork or concrete. All doors and windows to be installed in accordance with manufacturers instructions H4 - 0

B Sliding Door overall size 2640 x 2720mm high, including two window panels of dimensions 610 x 860mm high and one fixed panel of dimensions 610 x 1000mm high [D08] No 4

C Sliding Door overall size 3130 x 2720mm high, including two window panels of dimensions 610 x 860mm high and one fixed panel of dimensions 610 x 1000mm high [D09] No 2

D Sliding Door overall size 3635 x 2720mm high, including two window panels of dimensions 610 x 860mm high and one fixed panel of dimensions 610 x 1000mm high [D10] No 2

E Folding-Stacking Door overall size 5450 x 2720mm high, including six equal door leafs [D11] No 2

F Sliding Door overall size 3635 x 2465mm high, including two window panels of dimensions 610 x 732mm high and one fixed panel of dimensions 610 x 1000mm high [D12] No 2

G Sliding Door overall size 3635 x 2465mm high, including two window panels of dimensions 610 x 732mm high and one fixed panel of dimensions 610 x 1000mm high [D13] No 2

A Sliding Door overall size 3130 x 2465mm high, including two window panels of dimensions 610 x 732mm high and one fixed panel of dimensions 610 x 1000mm high [D14] No 2

B Sliding Door overall size 3130 x 2465mm high, including two window panels of dimensions 650 x 732mm high and one fixed panel of dimensions 650 x 1000mm high [D15] No 2

C Sliding Door overall size 3130 x 2465mm high, including two window panels of dimensions 650 x 732mm high and one fixed panel of dimensions 650 x 1000mm high [D16] No 2

ROLLER SHUTTERS ETC H2 - 0

Admirality Grey Powder coated sectional solid slated aluminium roller shutter door with end locks & 'Astro' EPDM weather seal as per "Roll-up Serranda or equal and approved ", fixed to brickwork or concrete, including remote operated electrical motor to suit size and weight of door all installed in accordance with manufacturers instructions. H4 - 0

D Roller shutter door for opening 4880 x 2465mm high No 2

STEEL WELDED SCREENS, GATES, ETC H2 - 0

Mild Steel security grille, all grilles complete with the necessary ironmongery and painting H4 - 0

E 2290mm wide x 2890mm high security grille, consisting 3.0mm thick painted mild steel perforated plate with 40 x 40mm Aperture, heavy duty bullet hinges, lock block encased in mild steel, 38 x 38 x 3,5mm Mild steel…